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When rolling the roadbed, the best degree of compaction is 93%~95%. When taking Aeolian sand for preventing the water rising, the Aeolian sand replacement should be set above water table, which should normally be made at 50~80 cm depth of soil base with 15~20 cm thickness of replacement for medium wet subgrade and 20~30 cm for wet subgrade. When using stabilized soil inorganic binder for prevention and control of the frost damage, the thickness of the binder is about 25 cm The mass proportion of cement, coal and Aeolian is about 6:40:54 and lime, fly ash and aeolian is about 14:30:56. Based on these, comparative evaluation for various preventing and curing measures of the Aeolian subgrade was given.

通过对试验数据分析得到了其冻结规律,采用碾压击实法,其最佳压实度度为93%~95%;采用风积砂换填隔水法,风积砂垫层时位置应在地下水位以上,一般应在土基50~80 cm深度处铺筑,换填厚度在中湿路基为15~20 cm,潮湿路基为20~30 cm;采用无机结合料稳定土防止、防治风积土路基道路冻害,厚度均应在25 cm左右,其中水泥、煤渣、风积土的质量比约为6:40:54,石灰、粉煤灰、土三者的质量比为14:30:56,在此基础上,对各种措施的防治效果进行了对比评价。

Against these frost damages, took the measures which were presented against the basic causes for the prevention and curing of the frost damage, for instance, rolling the roadbed, replacing the Aeolian sand and stabilizing the soil of inorganic binder and so on, and did experimental study indoor for every preventing and curing measure. The rule of frost damage has been concluded based on the analysis of experimental data.

针对这些冻害,从其产生的根本原因出发,采取碾压击实路基、风积砂换填、无机结合料稳定土路基等措施对其进行防治,并进行了路基风积土冻结试验、碾压击实试验、风积砂换填试验、水泥煤渣稳定土层和石灰粉煤灰稳定土层试验研究。

In case that it happen again,i'd better burry the well.what's more,it can also ease the donkey'spain.the donkey dose not have to be starved to death.he decided to call some of his friends to help him do the work.few hours passed,he came back with a group of farmers with shovels in their hands and started ,soon,the donkey realised what was going to happen,it screamed desperately.but some time later,it became silent.with great surprise,the farmers found that with every shovel of dirt fall to the back of the donkey,it shaked it off and stepped on it,in this way,it stepped upper and upper.finally, the donkey was saved.

以防再有人掉进去,还是把井填起来的好。驴子也可以死的不那么痛苦。他决定叫朋友一起帮忙把井填起来。没过多久,他带着一群拿着铲子的农夫回到井边。填井工作开始了,驴子马上意识到农夫们的意图,叫得更加歇斯底里。但过了一会儿,驴子不再叫了。农夫们往井里望去,惊奇地发现,随着每一铲土掉到驴子的背上,驴子就把它都下来,踩在脚下,让自己站得更高一点。最后,驴子获救了。

At present, the highway communication in the west of our country is in energetical developing period, and some western provinces are the most serious area of expansive soil, so expansive soil engineering problems have already become one of the technological difficult problems demanding prompt solution in road construction in the west of our country.

本文结合南友路路堤试验段修筑的处治膨胀土路堤,分析全填膨胀土路堤与各种处治路堤在降雨条件下的不均匀变形,并在此基础上进行路面结构的力学响应分析以及路堤边坡的稳定性分析。

Lhasa, in ancient times known as "Draw Savimbi" Tibetan "Goat""Draw" and "territories""Savimbi" passed the seventh century AD Tang Dynasty Princess Wencheng married Tufan, the grassland here is a beach, After the renovation and construction Xiaozhaoshi Goats back fill soil lying Tong, built temples, Missionaries to people worshiping Buddha monks and more people around the Jokhang Temple would have been built around a number of hotels and the residents of housing, formed a renovation of the old city center to take shape.

拉萨古称&惹萨&,藏语&山羊&称&惹&,&土&称&萨&,相传公元七世纪唐朝文成公主嫁到吐蕃时,这里还是一片荒草沙滩,后为建造大昭寺和小昭寺用山羊背土填卧塘,寺庙建好后,传教僧人和前来朝佛的人增多,围绕大昭寺周围便先后建起了不少旅店和居民房屋,形成了以大昭寺为中心的旧城区雏形。

Based on the practical work of compiling scheme for water and soil protection, classification on soil pita and residue pita were made out. For soil pits, there were three categories: soil digging along contour line, soil digging at slope without striding over ridge, soil digging at slope bestriding ridge; and the residue pits were classified into four categories: low-lying, ditch, slope and flat pit.

根据我们编制水土保持方案的工作实践,对借土场和弃渣场分别进行了分类:借土场可分为沿等高线借土、不跨山脊坡面借土和跨山脊坡面借土三大类;弃渣可分为填洼弃渣、沟道弃渣、坡面弃渣和平地弃渣四大类。

The preference soil pit was contour line pit, the second choice was soil digging at slope bestriding ridge, and the last selection was soil digging at slope without striding over ridge. And the preference residue pit was low-lying, next was flat pit, and the last choice was ditch or slope pits.

提出了借土场和弃渣场的优先选择方法:借土方式应优先选择沿等高线借土,跨山脊坡面借土次之,最后考虑不跨山脊坡面借土;弃渣方式应优先选择填洼弃渣,平地弃渣次之,最后选择沟道弃渣或坡面弃渣。

A practical example of strengthenjng the embankments by changing the bedding soft soil, laying a medium sand bedding course and strengthening the embankmeut sections properly is introduced.

本文介绍了采用换填基底软土、设置中砂垫层、对路堤断面做适当加固处理等措施,为软土路堤的设计施工提供了一个实例。

The effect of subsoil kinetic parameters upon the asphalt pavement settlement is studied in order to draw a relation between the dynamic parameters and the accumulative plastic deformation of subsoils. Based on a half-filled and half-dug embankment, a kind of method, which may compute the critical differential settlement making asphalt pavement yielded, is drawn in order to analyze the influence of the asphalt pavement deformation due to the differential subgrade settlements.

研究了路基土不同的动力参数对路基变形的影响,得出路基土动力参数~路基土累积残余变形之间的定量关系;以半挖半填路基为例,提出一种用于分析由于交通荷载反复作用而使路基产生的差异沉降对路面结构影响的方法,通过对路面结构的变形分析提出了临界差异沉降概念。

The subgrade damages are divided into two-types: high subgrade and low subgrade damages. High subgrade damages of which are related to the embankment height and slope directions maily include longitudinal cracks and subgrade cracks. The higher of the embankment height, the greater of the happening rate. The mechanisms of high subgrade damages formation are analyzed by the observed dates of soil temperature within the embankment and damages survey. In warm permafrost regions, the damages are mainly caused by the formation and development of the thaw bulb and thaw layer. In cold permafrost regions, the damages are mainly caused by frozen bulges.

围绕这些病害特征及形成过程,提出了将多年冻土区填土路基病害分为低路基病害与高路基病害,目前青藏公路路基的病害形式主要表现为以纵向裂缝与路基开裂为主的高路基病害,并提出了高路基病害与路基高度及坡向直接相关,路基高度越高,高路基病害发生的几率越大;通过对高路基地温观测数据的分析,并结合高路基病害的调查结果,研究得出了不同地温区高路基病害的形成机理,提出高温冻土区主要是由于融化盘与融化夹层的形成与发展所引起的,低温冻土区主要是由于冻结核的形成与发展所引起的。

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